S02_Attachment-6_Plans_942CM3001_Part 4.pdf

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"F"

MIN. DIA.

"D"

"E"

"A" MIN. DIA.

"C"

"B"

NOTES:

THE UNDEREXPOSED SURFACE OF THE FLAGPOLE (BELOW GRADE)

SHALL RECEIVE A HEAVY COAT OF BLACK ASPHALTIC PAINT INSIDE

AND OUT BEFORE SHIPMENT

POLE MATERIAL:

FLAGPOLE SHALL BE MADE FROM 6063-T6 ALLOY SEAMLESS COLD

DRAWN EXTRUDED ALUMINUM TUBING

POLE FINISH: SEE SPEC 10 75 00

60' HT. POLE FLAG SIZE BASIS OF DESIGN 12'X18'. U.S. FLAG

GOVERNMENT PROVIDED.

E X

P O

S E

D

H

E I G

H T

GOLD ANODIZED ALUMINUM FINIAL BALL (SEE SPECS.)

CONE STYLE, REVOLVING, INTERNAL HALYARD TRUCK (SEE SPECS)

FLAG (N.I.C.) - PROVIDED BY OWNER, INSTALLED BY CONTRACTOR

COVERED COUNTERWEIGHT & NYLON BEADED RETAINER (SEE SPECS);

LOOP WITH NICKEL PLATED SNAP HOOKS

FIELD SPLICE: SEE SPECIFICATIONS FOR REQUIREMENTS IF APPLICABLE

(NOT ALLOWED FOR POLES LESS THAN OR EQUAL TO 35')

WINCH

ASSEMBLY

E.J.

FINISH

GRADE

FLAGPOLE (SEE SPEC 10 75 00)

SILICONE SEALANT AROUND

ALUMINUM FLASHING COLLAR

WATERPROOF CEMENT SEALANT 2" MIN. DEPTH

5" CONC. WALK PVMT.

4 HARDWOOD WEDGES (TEMP.)

PACKED DRY SAND

1/16" (16 GA.) GALV. CORRUG. STEEL SLEEVE EXTENDED UP

TO FINISH GRADE

4500 psi MIN. CONCRETE

4 STEEL WEDGES WELDED TO STEEL PLATE

WELDED STEEL BASE PLATE

6" SQUARE STEEL SUPPORT PLATE WELDED TO SPIKE

3/4" Ø x (MIN. 6" BELOW CONC.) ATTACH LIGHTENING KIT TO ROD

WELDED TO PLATES

LIGHTENING KIT COPPER WIRE (SEE SPEC 10 75 00)

EXISTING

SUBGRADE

1'-0"

MIN.,

TYP.

ENSURE POSITIVE DRAINAGE AWAY FROM BASE, TYP.

A-513

MISC SITE DETAILS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

Cedar City, UT

942CM3001

N/A Project Director

5/22/2020Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of 54

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

National Cemetery Administration

Design and Construction

Service00404366

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05/22/2020

E13/8" = 1'-0"

FLAG POLE DETAIL

F11" = 1'-0"

BENCH DETAIL

AutoCAD SHX Text 12'X18'

AutoCAD SHX Text

TOP

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

EXPOSED HT.

AutoCAD SHX Text 60.0'

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text A

AutoCAD SHX Text

BOF

AutoCAD SHX Text E

AutoCAD SHX Text

BUTT

AutoCAD SHX Text

POLE

AutoCAD SHX Text

PLATE (SQ.)

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

SUPPORT

AutoCAD SHX Text

DIAMETER

AutoCAD SHX Text 15"

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

SLEEVE

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

BASE

AutoCAD SHX Text

BASE PLATE

AutoCAD SHX Text

FOUNDATION

AutoCAD SHX Text F

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text

TOF

AutoCAD SHX Text

MAX. FLAG SIZE

AutoCAD SHX Text 5'X8'

AutoCAD SHX Text 30.0'

AutoCAD SHX Text 16"

AutoCAD SHX Text 6"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 20"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FLAG

AutoCAD SHX Text U.S.A.

AutoCAD SHX Text P.O.W.

AutoCAD SHX Text

1. BENCH, SEE SPEC SECTION 32 33 00 BENCH, SEE SPEC SECTION 32 33 00 2. (1) 5/8" I.D. STAINLESS STEEL ANCHOR BOLT W/ STAINLESS STEEL ACORN NUT (1) 5/8" I.D. STAINLESS STEEL ANCHOR BOLT W/ STAINLESS STEEL ACORN NUT (TYP. OF 4) INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. 3. COMMITTAL SHELTER SLAB, SEE DETAIL 1/S-501. COMMITTAL SHELTER SLAB, SEE DETAIL 1/S-501. 4. SUBGRADE, SEE DETAIL 1/S501.SUBGRADE, SEE DETAIL 1/S501.

AutoCAD SHX Text

KEYED NOTES

AutoCAD SHX Text

1075 BIG SHANTY ROAD, NW, SUITE 100 KENNESAW, GEORGIA 30144 (770) 421-3400

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

18" AFF

18"AFF

48" AFF

18" AFF

48" AFF

1' ABOVE DOOR

7'-6" AFF (UNO)

MATCH EXISTING

48" AFF

MATCH EXISTINGFIRE ALARM PULL STATION

UNLESS NOTED OTHERWISE.

EXIT LIGHTS (WALL MTD.)

ANNUNCIATOR PANELS

FIRE ALARM AUDIO/VISUAL ALARM

EMERGENCY LIGHTS (WALL MTD.)

NOTE: DIMENSIONS ARE TO DEVICE CENTERLINE

LIGHT SWITCHES

RECEPTACLES

COMPUTER OUTLETS

TELEPHONE OUTLETS

TELEPHONE OUTLET (WALL MTD.)

GENERAL ELECTRICAL CONSTRUCTION NOTES

1. THE ELECTRICAL INSTALLATION SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, THE

AMERICANS WITH DISABILITIES ACT, AND OTHER APPLICABLE STATE AND LOCAL CODES.

2. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE WORK OF THEIR TRADE WITH THAT OF THE OTHER TRADES

INVOLVED IN THE PROJECT. CONFLICTS WITH OTHER TRADES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT

SUPER INTENDENT PRIOR TO INSTALLATION. WORK SHOULD ALSO BE COORDINATED AROUND PORTABLE AND MOBILE

EQUIPMENT.

3. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE THEIR WORK SO THAT THE CONSTRUCTION SCHEDULE IS MAINTAINED.

4. THE ELECTRICAL CONTRACTOR SHALL REQUEST A COMPLETE SET OF THE ARCHITECTURAL, STRUCTURAL, CIVIL, HVAC, PLUMBING, AND FIRE PROTECTION DRAWINGS TO VERIFY CONNECTIONS TO THE EQUIPMENT.

5. THE ELECTRICAL CONTRACTOR SHALL FURNISH MATERIALS AND LABOR FOR A COMPLETE ELECTRICAL INSTALLATION AS

INDICATED IN THESE DOCUMENTS. MATERIAL, APPARATUS, AND EQUIPMENT SHALL BE NEW AND SHALL BEAR THE

UNDERWRITERS LABORATORIES (UL) LABEL WHERE APPLICABLE.

6. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AND POWER SERVICE WHILE THE

BUILDING/RENOVATION AREA IS UNDER CONSTRUCTION ACCORDING TO CURRENT OSHA STANDARDS.

7. ALL CIRCUITS SHALL CONTAIN AN EQUIPMENT GROUNDING CONDUCTOR (GREEN COLORED INSULATION) ROUTED IN

CONDUIT AND SIZED PER NEC.

8. THE ELECTRICAL CONTRACTOR SHALL BE ALLOWED TO USE 3/4" MINIMUM ELECTRIC METALLIC TUBING (EMT) IN ALL AREAS

NOT EXPOSED TO PHYSICAL DAMAGE. COMPRESSION FITTINGS WITH INSULATED THROATS SHALL BE USED FOR EMT

CONDUITS 1-1/4" AND SMALLER. LARGER CONDUITS (1-1/2" AND GREATER) SHALL UTILIZE SET SCREW TYPE FITTINGS.

9. ALL CONDUIT 15'-0" AFF AND BELOW SHALL BE RIGID GALVANIZED STEEL (RGS) CONDUIT.

10. ALL CONDUITS BELOW GRADE SHALL BE PVC. ALL ELBOWS TURNING UP TOWARD ABOVE GRADE, AND ALL CONDUITS

EXPOSED ABOVE GRADE SHALL BE RGS.

11. FLEXIBLE (TYPE MC) CABLE SHALL BE ALLOWED FOR THE FLEXIBLE CONNECTIONS TO VIBRATING EQUIPMENT AND

RECESSED LIGHTING FIXTURES IN LAY-IN TYPE CEILINGS. A GROUNDING CONDUCTOR SHALL BE INCLUDED WITH THE POWER

CONDUCTORS INSIDE THE FLEXIBLE CONNECTION.

12. THE ELECTRICAL CONTRACTOR SHALL RUN LOW VOLTAGE (UNDER 100V) CONDUCTORS AND COMMUNICATIONS OR FIRE

ALARM CABLING IN CONDUIT. ALL DROPS TO DEVICES SHALL BE IN ACCORDANCE WITH NOTE 9 ABOVE.

13. THE ELECTRICAL CONTRACTOR SHALL UTILIZE TYPE THHN/THWN-2 CONDUCTORS IN ALL AREAS EXCEPT WHERE SERVICE

ENTRANCE CONDUCTORS ARE PROVIDED AS PART OF THE SCOPE OF WORK. WHERE SERVICE ENTRANCE CONDUCTORS

ARE PROVIDED AS PART OF THE SCOPE OF WORK THEY SHALL UTILIZE TYPE XHHW INSULATION. FOR ALL INSTANCES OF

MEDIUM VOLTAGE, PROVIDE CABLE SPECIFIED IN PROJECT SPECIFICATIONS.

14. THE ELECTRICAL CONTRACTOR SHALL PROVIDE COPPER CONDUCTORS. CONDUCTORS SHALL BE SOLID FOR SIZES #10 AWG

AND SMALLER. CONDUCTORS #8 AWG AND LARGER SHALL BE STRANDED.

15. THE ELECTRICAL CONTRACTOR SHALL LIMIT LIGHTING AND RECEPTACLE BRANCH CIRCUIT HOMERUNS TO 5 CONDUCTORS: 3

PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, AND 1 EQUIPMENT GROUNDING CONDUCTOR.

16. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE FOLLOWING COLOR CODING OF CIRCUITS/FEEDERS.

CIRCUITS/FEEDERS RATED 13.8KV /2400V/ 480Y/277V:

PHASE "A" = BROWN

PHASE "B" = ORANGE

PHASE "C" = YELLOW

NEUTRAL = GRAY

GROUNDING = GREEN

ISOLATED G = GREEN/YELLOW STRIPE

CIRCUITS/FEEDERS RATED 240/120V or 208Y/120V:

PHASE "A" = BLACK

PHASE "B" = RED

PHASE "C" = BLUE

NEUTRAL = WHITE

GROUNDING = GREEN

ISOLATED G = GREEN/YELLOW STRIPE

17. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, AND FUSIBLE WHERE INDICATED.

18. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY ADDITIONAL SUPPORT FOR ALL ELECTRICAL EQUIPMENT

WHERE THE BUILDING STRUCTURE IS NOT SUITABLE FOR A PROPERLY SUPPORTED INSTALLATION.

19. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AN OUTLET BOX FOR EACH LIGHTING FIXTURE, WIRING DEVICE, OR

JUNCTION POINT. ELECTRICAL BOXES SHALL BE OF SUFFICIENT CAPACITY FOR THE NUMBER OF CONDUCTORS AND SPLICES

WITHIN THE BOX; IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE.

20. DEVICE PLATES SHALL BE INSTALLED ON OUTLETS FOR ALL SWITCHES, RECEPTACLES, ETC. AND COLOR SHALL BE AS

SELECTED BY ARCHITECT. WHERE MORE THAN ONE SWITCH IS INDICATED IN THE SAME LOCATION, SWITCHES SHALL BE

GANGED UNDER A COMMON ONE-PIECE PLATE. MULTIPIECE COVER PLATES ARE NOT ACCEPTABLE.

21. THE ELECTRICAL CONTRACTOR SHALL FIRESTOP, DRAFT STOP, AND/OR PROTECT THE ANNULAR SPACE AROUND ALL

RACEWAY, CONDUIT, WIRE, AND CABLE PENETRATIONS THROUGH WALLS, PARTITIONS, FLOORS, CEILINGS AND ROOFS IN

ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UL LISTING

REQUIREMENTS.

22. ALL INTERIOR BRANCH CIRCUITS SHALL BE INSTALLED OVERHEAD INSIDE BUILDINGS.

23. UNDERGROUND EXTERIOR BRANCH CIRCUITS SHALL BE RAN OVERHEAD INSIDE BUILDINGS TO AN EXTERIOR WALL, THEN

DOWN BEFORE PENETRATING THE EXTERIOR WALL AND LEAVING THE BUILDING UNDERGROUND.

24. ALL EXTERIOR UNDERGROUND BRANCH CIRCUITS SHALL BE INSTALLED LAST AFTER ALL OTHER UNDERGROUND UTILITY

WORK ASSOCIATED WITH THIS PROJECT IS COMPLETE.

25. THE ELECTRICAL CONTRACTOR SHALL LABEL EACH RECEPTACLE, DISCONNECT, AND MISCELLANEOUS EQUIPMENT WITH

BOTH THE PANELBOARD AND CIRCUIT NUMBER. PROVIDE SELF ADHESIVE LABEL TO DEVICE COVERPLATE.

(GENERAL NOTES APPLY TO ALL DRAWINGS)

DOUBLE TWIN TUBE

ELECTRICAL METALLIC TUBING

EXHAUST FAN

EMERGENCY

EQUIPMENT

EMPTY CONDUIT

DRAWING(S)

EXISTING

ELECTRIC WATER COOLER

ELECTRIC WATER HEATER

FIRE ALARM CONTROL PANEL

FURNISHED BY OTHERS

GROUND

HORSEPOWER

ELECTRONIC BALLAST

FURNISHED WITH EQUIPMENT

GROUND FAULT INTERRUPTERGFI

HP

GND

EXIST

FBO

FACP

FWE

EF

EMT

EQUIP

EWH

EWC

EM

DTT

DWG

EC

EB

ASYMMETRICAL INTERRUPTING

AMPERES

CONDUIT

CATALOG

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

C

CAT

AIC

AFF

AHU

A

CURRENT

ABBREVIATIONS

HID HIGH INTENSITY DISCHARGE

EACHEA

ENCLOSED CIRCUIT BREAKERECB

BELOW FINISHED GRADEBFG

IMC INTERMEDIATE METAL CONDUIT

JB JUNCTION BOX

XFMR

WP

VA

V

UH

UNO

TYP

REQD

RTU

RGS

RM

RECEPT

PNL

PB

NEC

NTS

OFCI

NF

MTG

N

MLO

MT

MTD

MCB

MCCB

LTG

UNLESS NOTED OTHERWISE

VOLT-AMPERE(S)

WEATHERPROOF

TRANSFORMER

VOLT(S)

UNIT HEATER

TYPICAL

RIGID GALVANIZED STEEL CONDUIT

REQUIRED

ROOF TOP UNIT

ROOM

PUSH BUTTON

INSTALLED

RECEPTACLE

PANEL(S)

OWNER FURNISHED, CONTRACTOR

NATIONAL ELECTRICAL CODE

NON FUSED

NOT TO SCALE

MOUNTING

MAIN LUGS ONLY

NEUTRAL

MOUNT

MOUNTED

MOLDED CASE CIRCUIT BREAKER

MAIN CIRCUIT BREAKER

LIGHTING

TYPICAL DEVICE MOUNTING HEIGHT

AUTOMATIC TRANSFER SWITCHATS

NIC NOT IN CONTRACT

SURFACE MOUNTED PANELBOARD.

MOTOR, HORSEPOWER AS INDICATED.

FLUSH MOUNTED DUPLEX CONVENIENCE OUTLET NEMA 5-20R, 120V, 20 AMP,

3 WIRE, MOUNTED 18" AFF, "*" IF SUBSCRIPT APPLIES, SEE BELOW:

- INDICATES GROUND FAULT INTERRUPTING TYPE.

- INDICATES COUNTER TOP RECEPTACLE MOUNTED 6" ABOVE

"GFI"

"WP"

"C"

- INDICATES WEATHERPROOF COVER.

COUNTER TOP.

JUNCTION BOX, CEILING MOUNTED

5 HP

HEAVY DUTY DISCONNECT SWITCH, RATINGS AS INDICATED (AMPS/POLES/

DRY TYPE TRANSFORMER WITH VOLTAGES, KVA, AND PHASES AS

NAMEPLATE DATA. "*" SUBSCRIPT INDICATES STARTER SIZE.

"HOA" - INDICATES "HAND-OFF-AUTO" SELECTOR SWITCH MOUNTED ON DOOR.

/ENCLOSURE). NON-FUSED SWITCH TYPE. OVERLOADS SIZED PER MOTOR

"00" - INDICATES "ON-OFF" SELECTOR SWITCH MOUNTED ON DOOR.

ELECTRICAL SYMBOL LEGEND

CONDUIT TURNING UP

CONDUIT ROUTED EXPOSED

CONDUIT TURNING DOWN

EQUIPMENT AS NOTED.

/ENCLOSURE) FUSED IF INDICATED.

EXAMPLE OF WIRING AND CONDUIT NOTATION.

3#10, #10G, 1"C

30/3/3R

HOA

SHOWN ON DRAWINGS.

SYMBOL

T

DESCRIPTION

CONDUIT ROUTED CONCEALED ABOVE DROPPED CEILING AND/OR WALLS.

30/3/1

OR

RECESSED MOUNTED PANELBOARD.

CONDUIT WITH THREE CONDUCTORS, ONE NEUTRAL AND ONE GROUND

JUNCTION BOX, WALL MOUNTED

J

J

THERMOSTAT BY OTHERST

* IF SUBSCRIPT APPLIES, SEE BELOW:

SINGLE POLE LIGHT SWITCH, FLUSH MOUNTED 48" AFF, 120/277V, 20AMP.

ON STRIKE SIDE OF DOOR OR WHERE OTHERWISE INDICATED ON PLANS.

"K" - KEY OPERATED SINGLE POLE SWITCH. SWITCH SHALL INTERRUPT

UNSWITCHED PHASE CONDUCTOR SERVING EMERGENCY LIGHTING

UNITS FOR TESTING PURPOSES.

"OC"- DUAL TECHNOLOGY WALL OCCUPANCY SENSOR, WATTSTOPPER #DW-100-W

OS

WALL MOUNTED OCCUPANCY SENSOR WITH PROGRAMMABLE TIME-DELAY, SET AT 30 MIN.

LIGHTING FIXTURE SCHEDULE

SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL VOLTAGE WATTS MOUNTING

B IN GROUND MOUNTED FLOOD-LIGHT WITH AIMABLE LAMP

AND FLOOD GUARD.

KIM LIGHTING LTV81FF-SS-SP-24L-RGBW-UV

OR APPROVED EQUAL

120 V 30W MOUNTED IN GROUND SEE DETAIL ON THIS SHEET

SPEAKER

FLAG POLE FIXTURE MOUNTING DETAIL

HANDHOLE DETAIL

HANDHOLE SCHEDULE

SYMBOL TYPE DESCRIPTION

L LARGE HANDHOLE (W:28"x L:28" x H:24")

S SMALL HANDHOLE (W:12" x L:12" x H:12") L s

UNDERGROUND CONDUIT DETAIL

SPD SURGE PROTECTION DEVICE

GATE CONTROL RISER

B

E-001

MG JSC

ELECTRICAL NOTES & LEGENDS

E

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Y S

B U

R G

P L

A Q

U E

G

R

A

V

E

S

IT

E

L

O

C

A

T

O

R

K

IO

S

K

B

IV

O

U

A

C

O

F

T

H

E

D

E

A

D

P

L

A

Q

U

E

PATR

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SLOGAN

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S

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-1

S

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S

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T

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

NEW WORK KEY NOTES:

ELECTRICAL SITE - PLAN

ELECTRICAL - PUMP HOUSE

ELECTRICAL - COMMITTAL SHELTER

LB1, CKT- 2, 4

LB1, CKT- 1

LC1, CKT- 1

LC1, CKT- 2, 4

B

B

GATE #2

GATE #1

ELECTRICAL - GATE #1

ELECTRICAL - GATE #2

LD1, CKT- 2

LB1, CKT- 3

LC1, CKT- 3

LA1, CKT- 2, 4

B

LB1, CKT- 5

LD1, CKT- 1

LB1, CKT- 6

LC1, CKT- 6

L

BOOSTER PUMPS AND

VFD/CONTROLLERS

GENERAL NOTES:

J

J

ELECTRICAL SITE - PLAN

TYP. (3)

3" CONDUIT TO EXISTING

PAD MOUNTED SWITCH

E-101

MG JSC

ELECTRICAL SITE PLAN

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service ɸ ɸ ɸ

IRRIGATION PANEL LA1 - NEW

GATE PANEL LC1 - NEW

PARTIAL ONE-LINE DIAGRAM

ɸ

GATE PANEL LB1 - NEW

ɸ

SHELTER PANEL LD1 - NEW

SPEAKER WIRING DIAGRAM

SPEAKER ROUTING DIAGRAM

E-601

MG JSC

ELECTRICAL SCHEDULES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

A.DESIGN CRITERIA

1. 2018 INTERNATIONAL BUILDING CODE

2. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

3. ACI 301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE.

4. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.

5. ACI 530-13 BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES.

6. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.

7. DESIGN DEAD LOADS:

CONCRETE 150 PCF

MASONRY 135 PCF

SHELTER (SELF WEIGHT) (ACTUAL)

COLLATERAL DL 3 PSF

8. DESIGN LIVE LOADS:

ROOF (NON REDUCIBLE) 20 PSF

SLAB ON GRADE 150 PSF

9. WIND DESIGN DATA:

ULTIMATE DESIGN WIND SPEED (3 SECOND GUST) ASCE 7-16 (MWFRS) Vult = 101 MPH

RISK CATEGORY II

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR Kzt = 1.0

GUST-EFFECT FACTOR G = 0.85

ENCLOSURE CLASSIFICATION OPEN

INTERNAL PRESSURE COEFFICIENT GCpi = +/- 0.00

10. EARTHQUAKE DESIGN DATA:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR Ie = 1.00 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIODS SS = 0.79g MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER AT A PERIOD OF 1 SEC S1 = 0.255g

SITE CLASS D

DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER AT SHORT PERIODS SDS = 0.631g DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER AT A PERIOD OF 1 SEC SD1 = 0.254g

SEISMIC DESIGN CATEGORY D

ANALYSIS PROCEDURE USED: (DETERMINED BY SHELTER VENDOR)

BASIC SEISMIC FORCE-RESISTING SYSTEM: (DETERMINED BY SHELTER VENDOR)

RESPONSE MODIFICATION FACTOR (DETERMINED BY SHELTER VENDOR)

SEISMIC RESPONSE COEFFICIENT (DETERMINED BY SHELTER VENDOR)

SEISMIC BASE SHEAR (DETERMINED BY SHELTER VENDOR)

B.GENERAL

1. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY THE NCA COR/PM IN WRITING OF CONDITIONS

ENCOUNTERED IN THE FIELD CONTRADICTORY TO THOSE SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS.

2. PROVIDE ADEQUATE BRACING FOR STRUCTURES SO THAT THEY WILL BE STABLE DURING ALL STAGES OF CONSTRUCTION. THE STRUCTURES AND

FOUNDATIONS ARE DESIGNED FOR A COMPLETED CONDITION ONLY AND THEREFORE REQUIRE ADDITIONAL SUPPORT TO MAINTAIN STABILITY BEFORE COMPLETION. STRUCTURES SHALL BE CONSIDERED COMPLETE WHEN ALL STRUCTURAL MEMBERS ARE COMPLETED AND HAVE ATTAINED THEIR

SPECIFIED DESIGN STRENGTH AS SHOWN ON THE DRAWINGS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING SHORING, TEMPORARY SUPPORTS, ETC.

4. COORDINATE NCA COR/PM CONTRACT DOCUMENTS WITH CIVIL AND ARCHITECTURAL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR

OMISSION.

5. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE NCA COR/PM DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW

AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE NCA COR/PM. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS AND DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF

CONSTRUCTION.

C.FOUNDATIONS

1. THE DESIGN OF THE FOUNDATIONS AND SLAB IS BASED ON CRITERIA ESTABLISHED IN THE REPORT OF GEOTECHNICAL EXPLORATION PREPARED BY

GEM ENGINEERING, INC DATED MARCH, 16 2020. FOUNDATIONS AND THICKENED SLABS ARE DESIGNED FOR AN ALLOWABLE NET SOIL BEARING

CAPACITY OF 2500PSF.

2. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF UTAH SHALL INSPECT THE CONDITION AND ASSURE THE ADEQUACY OF ALL SUB GRADES, FILLS AND BACK FILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS .CONTRACTOR SHALL SUBMIT REPORTS TO THE NCA PM/ COR DESCRIBING HIS FINDINGS, INCLUDING ANY NON-CONFORMING WORK. SUBMIT A COMPLETED FINAL REPORT OF SPECIAL INSPECTIONS AT THE

COMPLETION OF SPECIAL INSPECTION ACTIVITIES.

3. GROUND WATER SHALL BE KEPT AT LEAST 3 FEET BELOW THE DEEPEST FOUNDATION BEARING ELEVATION DURING CONSTRUCTION.

4. FOOTINGS MAY BE CAST INTO AN EARTH FORMED TRENCH IF SOIL CONDITIONS PERMIT.

5. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW SLAB AND FOOTINGS SHALL BE

PROPERLY COMPACTED AND SUB-GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE.

6. FOOTING CONCRETE SHALL BE CAST ON THE SAME DAY THE EXCAVATION IS APPROVED. IF THE BEARING SURFACE IS ALLOWED TO BECOME

DISTURBED IN ANY WAY, IT SHALL BE REWORKED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER PRIOR TO CASTING OF THE CONCRETE.

7. NO EXCAVATION SHALL BE CLOSER THAN A SLOPE OF 3:1 (3 HORIZONTAL TO 1 VERTICAL) TO A FOOTING. PROVIDE SHORING AND PROTECTION FOR

EXCAVATION BANKS AS NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING.

8. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED.

9. THERE SHALL BE NO HORIZONTAL OR VERTICAL CONSTRUCTION JOINTS IN ANY FOUNDATION WITHOUT PRIOR WRITTEN APPROVAL FROM THE NCA

COR/PM, EXCEPT WHERE INDICATED ON THE DRAWINGS.

10. CONCRETE CAST ON SLOPING SURFACES SHALL BEGIN AT THE LOWEST ELEVATION AND CONTINUE MONOLITHICALLY TOWARD THE HIGHER ELEVATION

UNTIL THE INTENDED POUR IS COMPLETED.

11. FROST DEPTH IS 30 INCHES BELOW GRADE. FOUNDATIONS TO BEAR BELOW FROST DEPTH OR ON NON-FROST SUSCEPTIBLE MATERAL WHICH EXTENDS

BELOW THE FROST DEPTH WHERE NOTED ON THE DRAWINGS. NON-FROST SUSCEPTIBLE MATERIAL IS DEFINED AS GRANULAR FILL CLASSIFIED GW OR GP PER UNIFIED SOIL CLASSIFICATION WITH 3 TO 5% FINER THAN 0.02mm BY WEIGHT, AND ACCEPTABLE TO THE TESTING AGENCY.

D.CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO ACI 301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE. DESIGN IS BASED ON ACI 318-14 BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY.

2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 TYPE V.

3. PROVIDE MAXIMUM WATER - CEMENTITIOUS MATERIAL RATIO OF 0.45

4. AIR CONTENT EXPOSED TO FREEZE THAW

34 AGGREGATE: 6 ±1.5

112 AGGREGATE: 5.5 ±1.5

5. CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH IN ACCORDANCE WITH THE FOLLOWING:

LOCATION STRENGTH

FOUNDATIONS 4500 PSI

SLAB ON GRADE 4500 PSI

ALL OTHER CONCRETE 4500 PSI

6. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY AN INDEPENDENT TESTING LABORATORY AND SUBMITTED TO THE NCA PM/COR FOR REVIEW A MINIMUM OF 15 DAYS PRIOR TO USE. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN

STRENGTH IS THE CONTRACTOR'S.

7. ALL MIXING, TRANSPORTING, PLACING AND CURING OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE AMERICAN

CONCRETE INSTITUTE.

8. USE OF CALCIUM CHLORIDE, CHLORIDE IONS OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

10. WELDED WIRE REINFORCEMENT (W.W.R.) SHALL CONFORM TO ASTM A185 AND SHALL BE PROVIDED IN FLAT SHEETS (ROLLS NOT PERMITTED). LAP TWO

SQUARES AT SPLICES.

11. UNLESS NOTED OTHERWISE, SAMPLES FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE TAKEN BY THE TESTING

AGENCY NOT LESS THAN ONCE A DAY, NOR LESS THAN ONCE FOR EACH 100 CUBIC YARDS OF CONCRETE, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS AND WALLS. IF THE ABOVE FREQUENCY WOULD RESULT IN LESS THAN 5 STRENGTH TESTS FOR A GIVEN CLASS OF CONCRETE, TEST 5 RANDOMLY SELECTED BATCHES OR EACH BATCH IF FEWER THAN 5 BATCHES ARE USED. SAMPLE CONCRETE IN ACCORDANCE WITH ASTM C172. PERFORM THE FOLLOWING TESTS IN ACCORDANCE WITH THE INDICATED STANDARD:

· SLUMP: ASTM C143

· AIR CONTENT: ASTM C231 OR C173

· COMPRESSIVE STRENGTH: ASTM C39, WITH ONE CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS, AND ONE SPECIMEN HELD IN RESERVE.

12. HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE LOCATION OF VERTICAL CONSTRUCTION JOINTS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS AND CLEANED.

13. PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED; STAGGER SPLICES WHERE POSSIBLE; USE CLASS "B" TENSION SPLICE UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH CLASS "B" TENSION SPLICES. UNLESS NOTED OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS. APPROVED MECHANICAL COUPLERS MAY BE USED IN LIEU OF PHYSICAL SPLICING:

NOTE:

TOP BARS ARE HORIZONTAL BARS WHERE THE DEPTH OF CONCRETE CAST IN ONE LIFT BENEATH THE BAR EXCEEDS 12". PROVIDE TOP BAR LAP

SPLICE LENGTH FOR ALL CONCRETE WALL HORIZONTAL BARS.

14. MINIMUM CONCRETE COVER (UNLESS NOTED OTHERWISE) SHALL BE:

15. SCHEDULED OR DETAILED REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED WITHOUT ENGINEER APPROVAL. WHERE WELDING IS APPROVED IT SHALL CONFORM TO AWS D1.4 STRUCTURAL WELDING CODE -

REINFORCING STEEL.

16. SAWN CONTROL JOINTS SHALL BE PLACED AS SOON AS CONCRETE IS ABLE TO BE SAWN WITHOUT PULLING AGGREGATE FROM FLOOR USING A DRY-CUT EARLY ENTRY SAW. SLABS SHALL NOT BE LEFT OVERNIGHT, OR ANY REASONABLE AMOUNT OF TIME, WITHOUT SAWING JOINTS. WEATHER IS CRITICAL TO SCHEDULE SAWING OF JOINTS. IF LARGE AREAS OF SLAB ARE POURED AT ONE TIME, SEVERAL SAWS MAY BE REQUIRED TO PROVIDE JOINTS IN TIME TO PREVENT SHRINKAGE CRACKING. PROPER JOINTING OF SLAB IS CRITICAL. REFER TO ACI MANUAL OF CONCRETE PRACTICE FOR

PROPER JOINTING TECHNIQUES.

17. PROVIDE A MINIMUM OF 5 BOLT DIAMETERS COVER FOR ANCHOR BOLTS AND LOCATE HORIZONTAL REINFORCEMENT TO THE OUTSIDE FOR ANCHOR

BOLT CONTAINMENT, U.N.O.

18. PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL AND MISCELLANEOUS ELEMENTS UNTIL CONCRETE HAS OBTAINED DESIGN

STRENGTH AND ALL PERMANENT BRACING ELEMENTS ARE INSTALLED.

19. WHEN PLACING CONCRETE UNDER HOT OR COLD WEATHER CONDITIONS COMPLY WITH THE LATEST EDITIONS OF ACI305R: "HOT WEATHER

CONCRETING" OR ACI306R: "COLD WEATHER CONCRETING".

20. TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT AND EMBEDMENTS WITHIN SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. "STICKING" DOWELS

INTO WET CONCRETE IS NOT PERMITTED.

21. ELASTOMERIC JOINT SEALANT: DOW CORNING 888 NON-SAG SILICONE JOINT SEALANT FOR PORTLAND CEMENT CONCRETE PAVEMENT JOINTS.

22. JOINT BACK-UP MATERIAL: POLYETHYLENE FOAM, CLOSED CELL. USE WITH ELASTOMERIC JOINT SEALANT ONLY.

23. SUBMIT REINFORCING BAR SHOP DRAWINGS INCLUDING PLACEMENT PLANS, BAR BENDING DIAGRAMS SPLICE LENGTHS AND LOCATIONS, BAR SPACING, CONCRETE COVER, SUPPORT DEVICES AND ACCESSORIES CONFORM TO ACI 318 AND ACI SP-66.

24. SUBMIT PROPOSED CURING METHODS AND MATERIALS A MINIMUM OF 15 DAYS PRIOR TO USE.

25. TOLERANCES SHALL CONFORM TO ACI 117 AND ACI 347.

26. LIQUID CURING AND SEALING COMPOUND: ASTM C1315, TYPE 1 (VOC COMPLIANT, 350 g/L) STYRENE ACRYLATE OR METHACRYLATE TYPE 25% MINIMUM

SOLIDS CONTENT, CLEAR, NON-YELLOWING. STYRENE BUTADIENE NOT ALLOWED AS PART OF THE BLEND. PRIOR TO TURNOVER OF PROJECT TO

OWNER, CLEAN THE SLAB-ON-GRADE

27. THE FOLLOWING SHALL CONFORM TO THE FOLLOWING GRADES:

ANCHOR BOLTS ASTM F1554, GRADE 36, U.N.O.

EXPANSIVE JOINT FILLER ASTM D1752, WITH COMPRESSION OF 10PSI TO 25PSI

NON-EXTRUDING 1/4" THICK U.N.O., FULL DEPTH OF CONCRETE. BLOCK OUT FILLER AT TOP TO

ALLOW FOR SEALANT AND BACKER ROD. ACCEPTABLE PRODUCTS: SONNEBORN "EXPANSION

JOINT FILLER" AND W.R. MEADOWS 'CERAMAR".

E.MASONRY GENERAL NOTES:

1. CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO: ACI 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR

MASONRY STRUCTURES. ACI 530.1-13/ASCE 6-13, SPECIFICATIONS FOR MASONRY STRUCTURES.

2. PROVIDE NORMAL WEIGHT, HOLLOW, LOAD-BEARING CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90.

3. PROVIDE CONCRETE MASONRY WITH MINIMUM AVERAGE COMPRESSIVE STRENGTH,

f'm = 2,000 PSI.

4. PROVIDE TYPE "S" MORTAR IN ACCORDANCE WITH ASTM C270, U.N.O. MORTAR BED JOINTS SHALL NOT EXCEED 3/8" THICKNESS.

5. PROVIDE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI

UNLESS NOTED OTHERWISE.

6. PROVIDE HORIZONTAL JOINT REINFORCEMENT LADDER TYPE COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER, ZINC COATED, PLACED 16 INCHES ON CENTER UNLESS NOTED OTHERWISE.

7. PROVIDE MINIMUM 2#5 VERTICAL IN TWO ADJACENT CELLS GROUTED FULL HEIGHT, AT EACH SIDE OF OPENINGS AND WALL ENDS, AND EACH

SIDE OF MASONRY CONTROL JOINTS.

8. LAY MASONRY UNITS IN RUNNING BOND UNLESS NOTED OTHERWISE.

9. SIDES AND TOPS OF MASONRY WALL PANELS SHALL BE ANCHORED TO STRUCTURE AND AT 16"O.C. TO STRUCTURE BY DOVETAIL ANCHORS, METAL STRAPS, OR EQUIVALENT UNLESS NOTED OTHERWISE.

10. FOR OPENINGS IN MASONRY WALLS GREATER THAN 2'-0", PROVIDE STRUCTURAL LINTEL ABOVE OPENINGS. USE REINFORCED STRUCTURAL

LINTEL GROUTED SOLID.

11. MASONRY TO BE INSPECTED PER INTERNATIONAL BUILDING CODE SECTION 1705.4, REQUIRED VERIFICATION AND INSPECTION OF MASONRY

CONSTRUCTION.

12. ALL CONCRETE MASONRY UNITS REINFORCING (VERT. & HORIZ.) SHALL BE LAPPED THUS:

BAR LAP LENGTH DOWEL HOOK EMBEDMENT LENGTH

#4 1'-6" 8" #5 2'-0" 10" #6 3'-0" 12"

F.POST INSTALLED ANCHOR BOLTS

1. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY HILTI OR SUCH OTHER METHOD AS

APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE PUBLISHED DATA DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS SHALL BE APPROVED POST-INSTALLED ANCHOR SYSTEMS TESTED TO EITHER ICC AC-193 FOR MECHANICAL ANCHORS OR AC-308 FOR ADHESIVE ANCHORS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ICC ESR REPORT.

2. INSTALL ANCHORS PER THE MANUFACTURER WRITTEN INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. ANCHORS MUST BE

INSTALLED USING THE HILTI PROFIS SYSTEM.

3. THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENT OF INSTALLING

ANCHORS.

4. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE.

INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS.

5. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. IF THIS OCCURS, THE

ENGINEER OF RECORD SHALL BE NOTIFIED.

G.SPECIAL INSPECTIONS

1. SPECIAL INSPECTIONS SHALL BE AS PER IBC CHAPTER 17 "SPECIAL INSPECTIONS AND TESTS", AND ARE PROVIDED HERE, IN PART FOR

REFERENCE.

2. THE OWNER SHALL SELECT A QUALIFIED TESTING/INSPECTION AGENCY AND WILL PAY FOR THE STRUCTURAL TESTING AND SPECIAL

INSPECTION SERVICES THAT ARE REQUIRED BY THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL PAY FOR ANY ADDITIONAL STRUCTURAL TESTING/INSPECTION REQUIRED FOR WORK OR MATERIALS NOT COMPLYING

WITH CONTRACT DOCUMENTS DUE TO NEGLIGENCE OR NONCONFORMANCE.

4. CONTRACTOR SHALL PAY FOR ANY ADDITIONAL STRUCTURAL TESTING/INSPECTION REQUIRED FOR HIS CONVENIENCE.

5. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO MEETS THE REQUIREMENTS OF SECTION 1704 AS FOUND IN THE IBC.

6. THE SPECIAL INSPECTOR SHALL KEEP DAILY RECORDS OF INSPECTIONS AND SHALL PROVIDE MONTHLY WRITTEN REPORTS OF THESE

INSPECTIONS AND TESTS TO THE ENGINEER OF RECORD.

7. ANY TESTS OR INSPECTIONS INDICATING ITEMS NOT IN STRICT CONFORMANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE

REFERENCED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR IMMEDIATE CORRECTION AND DOCUMENTED WITH THE INSPECTOR'S FIELD REPORT. IF THE DISCREPANCIES ARE NOT CORRECTED, THEY SHALL BE BROUGHT TO THE IMMEDIATE

ATTENTION OF THE ENGINEER OF RECORD.

8. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL STATEMENT OF SPECIAL INSPECTIONS WHICH STATES THAT THE SPECIAL INSPECTIONS AND TESTING REQUIRED FOR THIS PROJECT HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK IS PERFORMED IN STRICT CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. A QUALITY CONTROL PROGRAM SHALL BE USED BY THE GENERAL CONTRACTOR. THE SPECIAL

INSPECTIONS SHALL NOT BE USED AS THE CONTRACTOR'S QUALITY CONTROL.

S-001

AGS JRV

STRUCTURAL GENERAL NOTES

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

S-501

S-501

'-0

21'-0"

1' -0

7'

-6

7' -6

1'

-0

1'-0" 7'-6" 7'-6" 1'-0"

6" THICK SLAB ON GRADE

REINF. w/ 6x6-W4xW4, 2" CLR. FROM TOP ON SUPPORT DEVICES

OVER COMPACTED GRANULAR FILL.

REFER TO SECTION 2 & 3 ON DWG S-501

3' -0

3'

-0

3'-0" 3'-0"

SEE NOTE 2 (TYP.)

NOTES:

1. SEE STRUCTURAL GENERAL NOTES FOR ADDITIONAL INFORMATION.

2. PRE-ENGINEERED SHELTER. VENDOR SHALL PROVIDE ANCHOR BOLTS FOR APPROVAL

PRIOR TO CONSTRUCTION.

3. FINAL LOADS FROM PRE-ENGINEERED SHELTER VENDOR SHALL BE PROVIDED TO

VERIFY SHELTER FOUNDATION SYSTEM.

4. REFERENCE CIVIL FOR ACTUAL TOP OF SLAB ELEVATIONS INDICATING SLOPE OF SLAB.

5. CONTRACTOR SHALL RELOCATE UNDERGROUND UTILITIES WITH THE LOCATION OF ALL

FOOTINGS AS REQUIRED.

6. CJ INDICATES CONTROL JOINT. SEE DWG. S-501.

A C

4"

8" CMU BLOCK

(TYP.)

TYP.

S-101

AGS JRV

COMMITTAL SHELTER

FOUNDATION PLAN

T

T

Y

S

B

U

R

G

P

L

A

Q

U

E

BIVOUAC OF THE DEAD

PLAQUE

P A

T R

I O

T I C

S L

O G

A N x

P

C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

NOTES:

1. REFER TO DWG S-001 FOR STRUCTURAL GENERAL NOTES.

2. VERIFY OVERALL DIMENSIONS OF FOUNDATIONS SHOWN ON THIS DWG MATCH WITH

ARCHITECTURAL & CIVIL DWGS. REFER TO CIVIL DWGS FOR LOCATIONS OF DOUBLE SIDED

COLUMBARIUM, MEMORIAL WALL, RETAINING WALL, AND ORNAMENTAL FENCE.

3. INDICATES STEPPED FOOTING AND ITS DIRECTION IN FOOTING. REFER STEPPED FOOTING

DETAIL ON DWG. S-503 FOR MORE INFORMATION.

4. REFER TO DWG. S-201 FOR ELEVATIONS AT TOP OF FOOTING AND TOP OF STEM WALLS, AND

LOCATIONS OF STEPS IN STEM WALL FOR ORNAMENTAL FENCE.

S-502

S-502

S-502

M A

T C

H L

I N

E

C O

N T

I N

U E

D

B

E L

O W

M A

T C

H L

I N

E

C O

N T

I N

U E

D

A

B O

V E

FRONT OF RETAINING WALL

'-7

2'-0"

64'-0" 5'-0" 27'-4" 5'-0" 34'-7"

4'- 6"

1'-0"

5'- 0"

MEMORIAL WALL FOOTING

REFER TO 4/S-502

4'- 0"

(T

YP

4'- 0"

(T

YP

ORNAMENTAL FENCE FOOTING

REFER TO DWG. S-503 FOR

SECTIONS AND ADDITIONAL INFORMATION

(TYP.)

3'-8"

'-1

1"

5'-0"

'-6

DOUBLE-SIDED

COLUMBARIUM FOOTING

REFER TO 1/S-502

COORDINATE WITH

SITE AND ARCH. (TYP)

5'- 0"

1'-6"

5'- 0"

5'- 0" S-502

22'-0" 9'-11" 4'-5"17'-0" 10'-5" 12'-1" 20'-4" 39'-3" 51'-9" 43'-8"

63'-6"

15'-9"

10'-10"

15'-2"

5'-8"

12'-4"

4'- 0"

(T

YP

5'-6" 7'-9"

26'-0"

14'-0"

13'-4"

16'-0"

11'-11"

14'-1"

12'-8"

10'-3"

ORNAMENTAL FENCE FOOTING

REFER TO DWG. S-503 FOR

SECTIONS AND ADDITIONAL INFORMATION

(TYP.)

5'- 0"

5'- 0"

STEM WALL NOT SHOWN FOR CLARITY,

SEE DWGS. S-201 AND S-503 FOR INFORMATION

ON STEM WALL (TYP.)

STEM WALL NOT SHOWN FOR CLARITY,

SEE DWGS. S-201 AND S-503 FOR INFORMATION

ON STEM WALL (TYP.)

4'- 0"

(T

YP

8'-8"

5'- 0"

5'- 0"

5'- 0"

COORDINATE WITH

SITE AND ARCH.

S-102

AGS JRV

FOUNDATION PLANS

Cedar City

VA National

Cemetery

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

NOTES:

1. TFE INDICATES TOP OF FOOTING ELEVATION

2. TSE INDICATES TOP OF STEM WALL ELEVATION

3. STEPS IN STEM WALL ARE LOCATED AT THE FACE OF

COLUMN VENEER, AND/OR AT 13 POINTS OF TYPICAL 24'-0"

SECTION AS SHOWN, UNLESS NOTED OTHERWISE.

4. REFER TO DWG. S-102 FOR STEP LOCATIONS IN FOOTING.

5. REFER ARCH. DWGS.

19'-6" 16'-0"

7'-0"

2'-8"

10'-0" 12'-0"

8'-9"

8'-8" 5'-4"

10'-3

" 7'-8

SEE NOTE 5

S-201

CAP MJL

ORNAMENTAL FENCE ELEVATION

SKIM COAT OF FINE AGGREGATE BASE ON TOP OF

COMPACTED COARSE AGGREGATE BASE IF SURFACE IS

NOT SMOOTH. ENSURE SURFACE IS SMOOTH AND PLANAR

IMMEDIATELY PRIOR TO PLACING CONCRETE.

SLAB REINFORCING, SEE PLAN.

CONTINUE SLAB REINF. THRU JOINT AT

CONTROL JOINT

USE EARLY ENTRY SAW SYSTEM SAW CUT

"(MAX) WIDE BY

OF SLAB THICKNESS. SAW CUT AS SOON AS CONCRETE

WILL NOT RAVEL (WITHIN 12 HOURS OF SET) FILL JOINT

WITH ELASTOMERIC JOINT SEALANT OVER BACKER ROD

NON-FROST SUSPECTIBLE

AGGREGATE BASE

R E

F

D

T L

C

L R

XXXXXXX

XXXXXXXXXXX

(2) #4 CONT. AT TOP

OF TURN DOWN

#4@12"

T/SLAB

REF. CIVIL

PRE-ENGINEERED SHELTER POST

IN CENTER OF CMU

SLAB REINF.

SEE PLAN

C

L R

(2) #4 AT BOTTOM

OF TURN DOWN

2"CLR.

C

L R

CONTROL JOINT

SEE PLAN

FOR LOCATIONS

2"

VENEER, REF ARCH

NON-FROST SUSCEPTIBLE

MATERIAL/AGGREGATE

1'-0"

2'-0"

GRADE,

REF. CIVIL

ANCHOR CMU TO COLUMN ON

ALL SIDES @ 16" O.C. (TYP.),

FILL ALL CELLS WITH GROUT

SHELTER ANCHORAGE PROVIDED

BY VENDOR. SEE NOTE BELOW

AND NOTE 2 ON DWG. S-101.

NOTE:

CONTRACTOR SHALL ADD SHIMS AND NON-SHRINK GROUT PAD

BELOW BASE PLATE TO LEVEL THE SHELTER AS REQUIRED.

SHIMS AND NON-SHRINK

GROUT AS REQUIRED

XXXXXXXXXXX

(2) #4 CONT. AT TOP

OF TURN DOWN

#4@12"

SLAB REINF.

SEE PLAN

C

L R

(2) #4 AT BOTTOM

OF TURN DOWN

2"CLR.

C

L R

CONTROL JOINT

SEE PLAN

FOR LOCATIONS

2"

T/SLAB

REF. CIVIL

VENEER,

REF ARCH

#5 @ 32" IN FULLY

GROUTED CELLS

1'-0"

NON-FROST SUSCEPTIBLE

MATERIAL/AGGREGATE

2'-0"

GRADE,

REF. CIVIL

SLAB REINF.

SEE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service S-501

AGS JRV

COMMITTAL SHELTER DETAILS

C

L

C

L

ROUGHEN

CONCRETE

(TYP.)

(3)-#5 CONT. BOTTOM REBAR

#5@12"O.C. MAX

#4@12"O.C.

THIS FACE (TYP.)

#4 @ 12"O.C. MAX

CONT. SIDE REBAR E.F.

T/FTG EL.=6045.50'

NOTES:

1. STEP STONE LEDGE IN 12" VERTICAL

INCREMENTS THEN RUN STEP HORIZONTAL

UNTIL MIN. 4" COVER TO GRADE LINE IS MET

AT ENDS OF WALL.

(4)-#5 CONT.

TOP REBAR

M I N

V A

R I E

S

S

N

O T

E

9" 9" 1'-0"

2'-0"

V A

R I E

S

3"CLR.

C L R

4"

4"

FASTEN STONE VENEER

TO CONC. (TYP.)

STONE CAP

EXP. JOINT

FILLER

W/ SEALER

FRONT OF WALL

T / PLAZA

REF. CIVIL

#5@12"O.C.

THIS FACE

(TYP.)

C L A

S S

B

L A

P

S

P L I C

E

T

Y P

" CLR.

(TYP.)

DRAIN BY CIVIL

T/WALL EL.= 6055.35'

4" 4"

8" 2'-4" 8"

3'-8"

#5 TIES 12" O.C. MAX

#6 @ 8" O.C. MAX

#5 @ 12"

ROUGHEN

CONCRETE

(4)-#5 CONT.

#5 @ 12" EA. SIDE

C L R

STONE CAP

1'-8"

#5 @ 32" O.C.

GROUT CELL FULLY

DOWEL TO

MATCH WALL REINF

HORIZONTAL

LADDER-TYPE TIES

@16" O.C.(TYP.)

ANCHOR BOLT. REFER ARCH.

#5 TIES 12" O.C. MAX

#6 @ 8" O.C. MAX

#5 @ 12"

#5 @ 12" EA. SIDE

8" 3'-8" 8"

5'-0"

ROUGHEN CONCRETE

(6)-#5 CONT.

4" 3'-0" 4"

ANCHOR BOLT RECESSED

MINIMALLY. REFER ARCH.

TOP OF SIDEWALK

EXP. JT. FILLER

WITH SEALANT

STONE CAP

FASTEN STONE VENEER

TO MASONRY, (TYP.)

HORIZONTAL

LADDER-TYPE TIES

@16" O.C.(TYP.)

S-502

#5 REBAR

DOWEL TO

MATCH WALL REINF

4" 8"

#5 FULL HEIGHT

IN FULLY

GROUTED CELL

S-502

TOP OF SIDEWALK

EXP. JT. FILLER

WITH SEALANT

STONE CAP

FASTEN STONE VENEER

TO MASONRY, (TYP.)

HORIZONTAL

LADDER-TYPE TIES @16"

O.C.(TYP.)

4" 8"

#5 FULL HEIGHT

IN FULLY

GROUTED CELL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

S-502

S-502

S-502

S-502

S-502

AGS JRV

COLUMBARIUM, AND WALLS

STRUCTURAL DETAILS

26'-0"

8'-0" 8'-0" 8'-0"

26'-0"

8'-0" 8'-0" 8'-0"

1'-4"

1'- 4"

4"4"

4" 4"

26'-0"

8'-0" 8'-0" 8'-0"

1'-4"

1'- 4"

4"4"

4" 4"

#6 @ 24" FULL HEIGHT

IN FULLY GROUTED CELL,

DOWEL INTO STEM WALL

#5 FULL HEIGHT AT COLUMNS

(4 TOTAL) IN FULLY

GROUTED CELLS,

DOWEL INTO FOOTING.

GROUT ALL CELLS

#5 FULL HEIGHT AT COLUMNS

(4 TOTAL) IN FULLY

GROUTED CELLS,

DOWEL INTO FOOTING.

GROUT ALL CELLS

HORIZ. REINFORCEMENT

FENCING, REFER ARCH.

2'-0"

6'- 0"

M

IN

VA

RI

ES

VA

RI

ES

2'-0"

VA

RI

ES

1'-

2"

#5@12" O.C.

(TYP.)

#5@12" O.C.

(4)-#5@12"O.C.

T/GRADE

REF CIVIL

T/STEM WALL

REF S-201

T/FOOTING

REF S-201

SEE DWG. S-102

COBBLESETONE

REFER ARCH.

2'-0"

6'- 0"

M

IN

VA

RI

ES

VA

RI

ES

2'-0"

VA

RI

ES

1'-

2"

2'-0"

6'- 0"

M

IN

VA

RI

ES

VA

RI

ES

2'-0"

VA

RI

ES

1'-

2"

2'-0"

6'- 0"

M

IN

VA

RI

ES

VA

RI

ES

2'-0"

VA

RI

ES

1'-

2"

#5@12" O.C.

(TYP.)

#5@12" O.C.

(5)-#5@12"O.C.

#5@12" O.C.

(TYP.)

#5@12" O.C.

(4)-#5@12"O.C.

#5@12" O.C.

(TYP.)

#5@12" O.C.

(4)-#5@12"O.C.

T/GRADE

REF CIVIL

T/GRADE

REF CIVIL

T/GRADE

REF CIVIL

T/STEM WALL

REF S-201

T/FOOTING

REF S-201

T/STEM WALL

REF S-201

T/FOOTING

REF S-201

T/STEM WALL

REF S-201

T/FOOTING

REF S-201

SEE NOTE

BELOW

SEE DWG. S-102 SEE DWG. S-102 SEE DWG. S-102

COBBLESTONE

REFER ARCH. COBBLESTONE

REFER ARCH.

COBBLESTONE

REFER ARCH.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

S-503

7 OR 8

S-503

S-503

7 OR 8

S-503

7 OR 8

TYP.

S-503

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL ORNAMENTAL FENCE DETAILS.

2. REFER TO DWG. S-201 FOR ELEVATIONS OF CONCRETE COMPONENTS.

WALL REINF.

WHERE APPLICABLE

2'-0"

T

1'-0"

T

DOWELS TO MATCH

CONT. FOOTING REINF.

#5 EACH FACE

LAP SPLICE

LAP

SPLICE

2'- 0"

MA

X

NOTE

'T' INDICATES THICKNESS OF FOOTING, SEE DETAIL 5-7/S-503

12" CMU BLOCK OR

8" & 4" CMU BLOCKS,

SEE NOTE BELOW

CONTRACTOR'S OPTION:

AT LOCATIONS WHERE PROPOSED GRADE OF NORTHERN SIDE OF FENCE IS 8" OR

HIGHER THAN THE OTHER SIDE, UTILIZE 12" WIDE CMU BLOCK OR 8" AND 4" CMU

BLOCKS FOR STONE VENEER TO BEAR ON INSTEAD OF CONCRETE STEM WALL.

MAINTAIN MIN. 6" COVER OF GRADE OVER TOP OF CONCRETE STEM WALL.

CONTRACTOR'S OPTION:

AT LOCATIONS WHERE THE PROPOSED GRADE IS 6" OR HIGHER ON BOTH SIDES THAN

THE CMU BLOCK(S), UTILIZE 4" WIDE CMU BLOCKS ON BOTH SIDES IN PLACE OF THE

STONE VENEER. MAINTAIN MIN. 6" COVER OF GRADE OVER TOP OF CONCRETE STEM

WALL.

TYP.

S-503

S-503

AGS JRV

ORNAMENTAL FENCE

STRUCTURAL DTLS

HOOK BARS INTO BOND BEAM

GROUT CELLS

FULL HEIGHT AT

REINFORCEMENT

(TYP.)

REINFORCEMENT,

SEE PLANS AND SECTIONS

FOUNDATION

S P

L I C

E

B

A R

S

R E

F

S

S P

L I C

E

B

A R

S

R E

F

S

CONT. BOND BEAM

WITH (2)-#5 CONT.

(TYP.)

SEE PLAN

(2)#5 (1 EA CELL) @ 8" CMU,

AT EACH END OF WALL

SEE PLAN

FOUNDATION,

SEE PLAN

NOTES:

1. ALL BARS TO DOWEL 11" MIN. INTO

FOUNDATION OR CONC. WALL WITH

STANDARD HOOK - BAR TO PROJECT (1) BAR

LAP LENGTH ABOVE FOUNDATION OR WALL -

ALL BARS TO RUN CONT. THROUGH BOND

BEAM.

HORIZ. JOINT REINF. @ 16" O.C.

DOWELS TO MATCH

VERTICAL WALL REINF.

LAP BARS PER SCHEDULE

T/ BOND BEAM

AT 4'-0"

16" MAX

SPACING

SEE SECTIONS

FOR REINFORCING DETAILS

MAXIMUM SPACING

TO BE 24" O.C.

M

X

R O

U

I F

T

L A

P

S

P L

I C

E

B

A R

S

P E

R

S

C H

E D

U L

E

L A

P

S

P L I C

E

P E

R

S C

H E

D U

L E

T

Y P

M

X

R O

U

F

T

L A

P

S

P L

I C

E

B

A R

S

P E

R

S

C H

E D

U L

E

G

R O

U T

L I F

T

MAX SPACING

T/ BOND BEAM

AT 4'-0"

MAX SPACING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

Cedar City, UT

942CM3001

N/A Project Director

Revisions: Date:

Steve Davis Department of Veterans Affairs, NCA

Phone: 202.632.4833 Email: steve.davis@va.gov Sheet of

Environment & Infrastructure Solutions, Inc.

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NATIONAL CEMETERY DEVELOPMENT

CEDAR CITY RURAL INITIATIVE

5/22/2020

National Cemetery Administration

Design and Construction

Service

S-504

S-504

AGS JRV

TYPICAL MASONRY DETAILS

N E

L

L A

B

I N

J

C

J

A

C

J

OM3

CAMERA

POWER

SUPPLY

CAT 6

CAT 6

ALL IN ONE CAMERA APPLIANCE

AVIGILON 8 PORTS 8TB OR EQUAL

IDF RM

PUMP HOUSE

19"

RG-59U

CAT 6

SPD

1U RACK- MOUNT

CONSOLE

G

E

T

T

Y

S

B

U

R

G

P

L A

Q

U

E

B

I

V

O

U

O

F

H

D

A

D

P

L

A

Q

U

E

P

A

T

R

I

O

T

I

C

S

L

O

G

A

N

S

J

NEW WORK KEY NOTES:

240/120V 1-P PANEL LA1. REFER TO SHEET E-601 FOR ADDITIONAL

INFORMATION.

240/120V 1-P PANEL LC1. REFER TO SHEET E-601 FOR ADDITIONAL

INFORMATION.

GATE MOTOR AND CONTROLLER POWERED FROM PANEL LC1.

J-BOX FOR CONNECTION OF SECURITY DEVICES POWERED FROM

LC1.

240/120V 1-P PANEL LB1. REFER TO SHEET E-601 FOR ADDITIONAL

INFORMATION.

GATE MOTOR AND CONTROLLER POWERED FROM PANEL LB1.

J-BOX FOR CONNECTION OF SECURITY DEVICES POWERED FROM

LB1.

ADDITIONAL GATE #2 MOTOR. SEE SHEET E-601 FOR ADDITIONAL

INFORMATION.

ADDITIONAL GATE #1 MOTOR. SEE SHEET E-601 FOR ADDITIONAL

INFORMATION.

CARD READER (ELKA 1100 STANDARD ACCESS CONTROL

COLUMNS OR EQUAL).

IT EQUIPMENT RACK (TRIPP LITE HEAVY DUTY SRW18UHD OR

EQUAL).

CAMERA POLE (CAMERA.POLES 20FT STEEL ROUND CAMERA OR

EQUAL).

STEEL BOLLARD DEVICE PROTECTION (SEE DETAIL 8).

FOUR BOLLARDS EACH LOCATION, IN A 2'W*3'L RECTANGULAR

CONFIGURATION TO PROTECT CARD READERS (SEE SHEET A-512).

COMMUNICATION PLAN- PUMP HOUSE

LB1, CKT- 2, 4

LB1, CKT- 1

LC1, CKT- 1

LC1, CKT- 2, 4

COMMUNICATION PLAN - GATE #1

LB1, CKT- 6

LC1, CKT- 6

GENERAL NOTES:

1. ANY WORK RELATED TO THE POWER LINES WILL NEED TO BE

COORDINATED WITH THE LOCAL ELECTRICAL UTILITY (ROCKY

MOUNTAIN POWER). CONTACT: MARK LEWIS AT (435) 865-3343.

PTZ EXTERIOR POLE MOUNTED CAMERA DETAIL

VEHICLE PEDESTAL DEVICE DETAIL

CCTV SYSTEM RISER DIAGRAM

COMMUNICATION PLAN-SITE

OUTDOOR

CAMERA

WITH NIGHT

VISION

COMMUNICATION PLAN - GATE #2

NOTES:

1. PROVIDE POWER FOR ALL OUTDOOR CAMERAS. OUTDOOR CAMERAS

SHALL BE PTZ (PAN-TILT-ZOOM)TYPE WITH NIGHT VISION.

2. CAMERAS SHALL BE MOUNTED +12'-0" AFF.

3. PROVIDE HEATER AND OUTDOOR ENCLOSURE FOR ALL OUTDOOR

CAMERAS.

4. SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.

CAMERA ON INTERIOR WALL

SEE PLANS (TOTAL 1 CAMERA)

CAMERAS ON POLES

ON SITE (TOTAL 3 CAMERAS)

OUTDOOR PTZ DOME CAMERA

PTZ CAMERA ENCLOSURE SHALL

HOUSE ALL EQUIPMENT INCLUDING

HEATER AND RELATED CIRCUITRY.

POE (CAT6) CABLING RUN

INSIDE POLE IN SEPARATE

COMPARTMENT OR CONDUIT

BY THE CONTRACTOR

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR PROVIDING ALL

NECESSARY BRACKETS AND

ACCESSORIES FOR INSTALLING THE

CAMERA ASSEMBLY SECURELY TO

THE POLE AT 22 FEET OR 18

FEET ABOVE BASE

LOCKABLE NEMA 4 ENCLOSURE ON THE

POLE BY THE CONTRACTOR. PROVIDE A

120VAC DUPLEX INSIDE THE NEMA BOX.

CAMERA POWER SUPPLY, CAT6 MEDIA

CONVERTER,MEDIA CONVERTER POWER

SUPPLY AND SURGE SUPPRESSORS

SHALL BE PROVIDED INSIDE THE NEMA BOX.

CONCRETE PEDESTAL 4000 PSI

GRADE

OM3 FIBER CABLING RUN IN

CONDUIT PROVIDED BY

DIVISION 27

CAT6 CABLING TO THE

GATE PEDESTAL INTERCOM

PROVIDE BY DIVISION

27. REFER TO THE

TELECOMMUNICATION

DRAWINGS FOR FURTHER

INFORMATION.

CARD READER CABLING

TO THE GATE PEDESTAL

PROVIDED BY THE

CONTRACTOR.

WEATHER SHIELD

BACK BOX

1" CONDUIT TO THE VEHICLE

PEDESTAL. REFER TO THE

FLOOR PLAN DRAWINGS FOR

EXACT LOCATION.

CARD READER (REFER TO

THE TELECOMMUNICATION

FLOOR PLAN DRAWINGS

FOR EXACT EQUIPMENT

REQUIREMENTS)

ACCESS CONTROL RACK

STEEL BOLLARD DETAIL

MIN. DIA.

SET POST IN CONCRETE

FINAL GRADE

6' DIAMETER STEEL

PIPE FILLED WITH CONCRETE

AND PAINTED FLUORESCENT

ORANGE

1" SMOOTH CROWN

3'-0"

2'-0"

1'-0"

2'-6"

1'-0"

FOUNDATION REQUIREMENTS FOR

CARD READERS ARE TO BE CONSTRUCTED

WITH A SINGLE PIER FOUNDATION

CONSTRUCTION PER DETAILS

C2 & D2/A510.

FOUNDATION REQUIREMENTS FOR

CAMERA POLES ARE TO BE CONSTRUCTED

WITH A SINGLE PIER FOUNDATION

CONSTRUCTION PER DETAILS

C2 & D2/A510.

T-101

TEL-COMMUNICATION PLAN

AND DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID…